CN110258919A - Bamboo-ice composite structure beam and bamboo-ice composite structure wall and its construction method - Google Patents
Bamboo-ice composite structure beam and bamboo-ice composite structure wall and its construction method Download PDFInfo
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- CN110258919A CN110258919A CN201910572142.8A CN201910572142A CN110258919A CN 110258919 A CN110258919 A CN 110258919A CN 201910572142 A CN201910572142 A CN 201910572142A CN 110258919 A CN110258919 A CN 110258919A
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- ice
- bamboo
- plank sheathing
- bamboo wood
- composite structure
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- 239000002131 composite material Substances 0.000 title claims abstract description 60
- 238000010276 construction Methods 0.000 title claims description 17
- 235000017166 Bambusa arundinacea Nutrition 0.000 claims abstract description 90
- 235000017491 Bambusa tulda Nutrition 0.000 claims abstract description 90
- 241001330002 Bambuseae Species 0.000 claims abstract description 90
- 235000015334 Phyllostachys viridis Nutrition 0.000 claims abstract description 90
- 239000011425 bamboo Substances 0.000 claims abstract description 90
- 239000002023 wood Substances 0.000 claims abstract description 78
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 53
- 239000010959 steel Substances 0.000 claims abstract description 53
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 18
- 238000000034 method Methods 0.000 claims description 8
- 238000011835 investigation Methods 0.000 claims description 7
- 238000013461 design Methods 0.000 claims description 6
- 239000007788 liquid Substances 0.000 claims description 6
- 239000003822 epoxy resin Substances 0.000 claims description 5
- 229920000647 polyepoxide Polymers 0.000 claims description 5
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 4
- 239000007787 solid Substances 0.000 claims 1
- 239000000463 material Substances 0.000 abstract description 12
- 238000002360 preparation method Methods 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 3
- 238000003912 environmental pollution Methods 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000005022 packaging material Substances 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 239000013535 sea water Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
Abstract
The invention discloses a kind of bamboo-ice composite structure beam and preparation method thereof, the bamboo-ice composite structure beam includes ice beam body, bamboo wood, channel steel, end plate, cushion block；The cushion block is located in ice structure beam body, and is located at bottom；Bamboo wood is connected with cushion block, and bamboo wood is arranged along ice beam body length direction；Bamboo wood bonds together with channel steel, so that channel steel undertakes hogging moment；Channel steel both ends are fixedly installed end plate, and after can preventing beam stress, channel steel two sides puncture ice beam body.Bamboo disclosed by the invention-ice composite structure beam does not need to transport a large amount of heavy steel from material source area to polar region, gathers materials on the spot, greatly simplifies site operation.
Description
Technical field
The present invention relates to a kind of building composite structure, especially a kind of bamboo-ice composite structure beam and bamboo-ice composite structure wall
And its construction method.
Background technique
In the scientific investigation station of the South Pole or the arctic, in order not to cause environmental pollution and construct for convenience, generally in extreme ring
Not casting concrete in border, then use formed steel construction.
Steel will appear cold short phenomenon in cold environment, and material fragility dramatically increases.In addition, the heating conduction pole of steel
It is good, it will form cold bridge under construction, be unfavorable for keeping the temperature.Indoor hot-air will largely be dispersed into outdoor cold ring by steel
In border, the waste of the indoor energy is caused.
Steel effect by sea wind, seawater for a long time in coastal environments, the maintenance of use and later period to coating is by shape
At great challenge.
Steel will be expended into great cost from internal transportation to the South Pole or the arctic, largely occupy the space of cargo ship, and
Steel weight is larger, is unfavorable for the construction of polar region environment.
In order to guarantee the quality and precision of prefabricated components, required after the completion of traditional steel construction is prefabricated pre-splicing in factory
Dress dismantles shipment transport to polar region again after assembly is errorless.But transport and hoisting process be not it is difficult to ensure that generate plasticity to component
Deformation, and polar region environment and the environment of factory's preassembling have significant difference.Even if factory can not be completely secured with preassembling
Having arrived polar region environment can be smoothly assembled.
Summary of the invention
Goal of the invention: the invention discloses a kind of bamboo-ice composite structure beams and bamboo-ice composite structure wall and its construction party
Method, the bamboo-ice composite structure beam and bamboo-ice composite structure walling material are to encircle material, and ice beam body structure can be in polar region
It gathers materials on the spot；The construction method greatly simplifies site operation, saves raw material transportation cost.
Technical solution: a kind of bamboo-ice composite structure beam, including ice structure beam body, bamboo wood, channel steel, cushion block, the pad
Block is located in ice structure beam body, and is located at ice structure beam body bottom；Bamboo wood is fixed on above cushion block, and is parallel to ice structure
Beam body length direction；Channel steel is connected on bamboo wood；Channel steel is located at ice structure beam body two sides, undertakes moment of flexure.
Specifically, cushion block includes pedestal and bayonet；The bamboo wood offers hole along its length；On the bayonet and bamboo wood
Hole clamping, thus fixed bamboo wood.
Specifically, both ends are provided with end plate to channel steel along its length；The end plate is fixed on three sides of channel steel.
Specifically, the length of channel steel is the 1/5~1/3 of ice structure beam body length.
Specifically, offering honeycomb hole on wing plate above channel steel.
Specifically, the spacing of aperture controls between 100mm~400mm on bamboo wood.
The invention also discloses a kind of bamboo-ice composite structure walls, including ice structure wall main body, bamboo wood and cushion block；Cushion block position
It being arranged in ice structure ice wall body interior, and along ice structure wall main body two sides short transverse, bamboo wood is arranged along short transverse, and
It is fixedly connected with cushion block.
A kind of construction method of bamboo-ice composite structure beam, includes the following steps:
1) it is needed that all parts of plank sheathing will be processed according to design size, and by outside plank sheathing in factory's preassembling
It is good；
2) channel steel and end plate are welded in factory；
3) prefabricated cushion block；
4) along the aperture of bamboo wood longitudinal direction, the size in hole is identical as bayonet (62) size, guarantees that bayonet (62) can be with bamboo wood
Aperture clamping；
5) prefabricated plank sheathing, bamboo wood, channel steel and end plate are transported to scientific investigation station place；
6) cushion block is pasted onto plank sheathing bottom；The bamboo wood processed is put into plank sheathing, and is inserted into the hole of bamboo wood
Cushion block, so that bamboo wood is located at downside advancing side in plank sheathing；
7) in the end of combination beam two sides, bamboo wood and the prefabricated channel steel being welded and end plate are bonded in one with epoxy resin
It rises, the length of channel steel is the 1/5~1/3 of beam span；
8) clean ice is taken in the environment of polar region, is heated into liquid water, and water is poured into plank sheathing；
9) top plank sheathing (14) is covered, anti-stagnant ice expands upwards；
Etc. 10) after water are frozen into ice, demoulding forms bamboo-ice combination beam.
The plank sheathing is by inside plank sheathing (11), spring (12), outside plank sheathing (13) and top plank sheathing (14) group
At；The top plank sheathing (14), which is covered, forms plank sheathing shell on the outside plank sheathing (13) of rectangular parallelepiped structure and upper opening
Body；The spring (12) is connected on plank sheathing (13) two sidewalls of outside and connect with inside plank sheathing (11)；The inside of two sides
Plank sheathing (11) shape is identical as outside plank sheathing (13) cross sectional shape, for limiting bamboo-ice composite structure beam length.
A kind of bamboo-ice composite structure wall method for prefabricating, includes the following steps:
1) it is needed that all parts of plank sheathing will be processed according to design size, and by outside plank sheathing in factory's preassembling
It is good；
2) prefabricated cushion block；
3) along the aperture of bamboo wood longitudinal direction, the size in hole is identical as bayonet (62) size, guarantees that bayonet (62) can be with bamboo wood
Aperture clamping；
4) prefabricated plank sheathing, bamboo wood are transported to scientific investigation station place；
5) cushion block is pasted on plank sheathing length direction two sides；The bamboo wood processed is put into plank sheathing, and in bamboo
It is inserted into cushion block in the hole of material, so that bamboo wood is located at the position of two sides in plank sheathing；
6) clean ice is taken in the environment of polar region, is heated into liquid water, and water is poured into plank sheathing；
7) top plank sheathing (14) is covered, anti-stagnant ice expands upwards；
Etc. 8) after water are frozen into ice, demoulding forms Novel bamboo-ice faced wall.
The utility model has the advantages that a kind of bamboo-ice composite structure beam disclosed by the invention sets bamboo wood compared to existing composite structure beam
In structure advancing side, bamboo wood tension, the ideal stress that ice is pressurized can be realized, can avoid ice occur being in tension state
And the brittle break for causing structure to occur；Outer patch channel steel at node, can not only undertake beam-ends hogging moment, channel steel and end plate
It can also play the role of anchoring bamboo wood, bamboo wood is prevented to be drawn egress.In addition, the honeycomb hole of channel steel can further enhance slot
The bond performance of steel and ice；
Bamboo disclosed by the invention-ice composite structure beam and bamboo-ice composite structure wall compared to existing composite structure beam and/or
Person's composite structure wall has the advantage that
1, the ring in bamboo wood can overcome it to bond hypodynamic disadvantage with packaging material, increase bite force；
2, when component occurs damaged or needs to be transformed, structure integrally needs to move, Novel bamboo-ice composite structure can be rapidly
Realize the recycling and reusing of material, 100% circulation almost may be implemented in bamboo wood；
3, such as structure is needed not continue to using bamboo wood belongs to environment-friendly materials, will not cause environmental pollution to polar region environment；
Bamboo disclosed by the invention-ice composite structure beam and bamboo-ice composite structure wall construction method have the advantage that
1, greatly simplify site operation, gather materials on the spot；
2, a large amount of heavy steel are not needed to transport from material source area to the South Pole or the arctic, it is only necessary to transport the bamboo wood of lightweight
With a small amount of steel.
Detailed description of the invention
Fig. 1 is the front view of bamboo-ice composite structure beam, wall composite construction；
Fig. 2 is the sectional view of bamboo-ice composite structure beam, wall；
Fig. 3 is bamboo-ice composite structure beam main view and cross-sectional view；
Fig. 4 is bamboo-ice composite structure wall top view and cross-sectional view；
Fig. 5 is the front view and sectional view of balk template；
Fig. 6 is the top view and sectional view of wall plank sheathing；
Fig. 7 is that bamboo-ice combination beam is prefabricated and work progress schematic diagram；
Fig. 8 is that bamboo-ice faced wall is prefabricated and work progress schematic diagram；
Fig. 9 is bamboo-ice composite structure beam and wall splicing structure schematic diagram；
Figure 10 is bamboo-ice composite structure beam bamboo wood and cushion block top view.
Specific embodiment
Embodiment 1
As shown in figure 3, a kind of bamboo-ice composite structure beam, including ice structure beam body 2, bamboo wood 3, channel steel 4, cushion block 6, institute
It states cushion block 6 to be located in ice structure beam body 2, and is located at 2 bottom of ice structure beam body；The bamboo wood 3 is fixed on 6 top of cushion block,
And it is parallel to 2 length direction of ice structure beam body；The channel steel 4 is connected on bamboo wood 3；As shown in Figure 1, channel steel 4 is located at ice knot
At the node of 2 two sides of structure beam body and wall connecting, moment of flexure is undertaken.The length of channel steel 4 is the 1/5 of 2 length of ice structure beam body
~1/3.
As shown in Figure 10, cushion block 6 includes pedestal 61 and bayonet 62；Bamboo wood 3 offers hole along its length；Bayonet 62 and bamboo
Hole clamping on material 3, thus fixed bamboo wood 3.
As shown in Fig. 2 cross-sectional view a-a, both ends are provided with end plate 5 to channel steel 4 along its length；The end plate 5 is fixed on channel steel
On 4 three sides.Honeycomb hole 41 is offered on 4 top wing plate of channel steel.
As shown in figure 3, in order to enable bamboo wood 3 it is stable be fixed on bamboo-ice composite structure beam bottom portion, aperture on bamboo wood 3
Spacing controls between 100mm~400mm.
Embodiment 2
As shown in figure 4, a kind of bamboo-ice composite structure wall, including ice structure wall main body 2, bamboo wood 3 and cushion block 6；The pad
Block 6 is located inside ice structure wall main body 2, and arranges along 2 two sides short transverse of ice structure wall main body, and bamboo wood 3 is along short transverse
Setting, and be fixedly connected with cushion block 6.
Embodiment 3
As shown in fig. 7, a kind of bamboo-ice composite structure beam construction method as described in example 1 above, including walk as follows
It is rapid:
1) it is needed that all parts of plank sheathing 1 will be processed according to design size, and outside plank sheathing is pre-splicing in factory
It installs；
2) channel steel 4 and end plate 5 are welded in factory；
3) prefabricated cushion block 6；
4) along the longitudinal aperture of bamboo wood 3, the spacing in hole is controlled between 100mm~400mm, the size and 62 ruler of bayonet in hole
It is very little identical, guarantee that bayonet 62 can be with the aperture clamping of bamboo wood 3；
5) prefabricated plank sheathing 1, bamboo wood 3, channel steel 4 and end plate 5 are transported to scientific investigation station place；
6) cushion block 6 is pasted onto 1 bottom of plank sheathing with epoxy resin；The bamboo wood 3 processed is put into plank sheathing 1, and
Cushion block 6 is inserted into the hole of bamboo wood 3, so that bamboo wood 3 is located at downside advancing side in plank sheathing 1；
7) with epoxy resin that bamboo wood 3 and the prefabricated channel steel 4 being welded is be bonded with end plate 5 in the end of combination beam two sides
Together, the length of channel steel 4 is the 1/5~1/3 of beam span；
8) clean ice is taken in the environment of polar region, is heated into liquid water, and water 2 is poured into plank sheathing 1；
9) top plank sheathing 14 is covered, anti-stagnant ice expands upwards；
Etc. 10) after water are frozen into ice, demoulding forms bamboo-ice combination beam.
As shown in figure 5, above-mentioned plank sheathing 1 is by inside plank sheathing 11, spring 12, outside plank sheathing 13 and top plank sheathing
14 compositions；Top plank sheathing 14 covers formation 1 outer housing of plank sheathing on the outside plank sheathing 13 of rectangular parallelepiped structure and upper opening；
The spring 12 is connected on 13 two sidewalls of plank sheathing of outside and connect with inside plank sheathing 11；11 shape of inside plank sheathing of two sides
Shape is identical as 13 cross sectional shape of outside plank sheathing, for limiting bamboo-ice composite structure beam length.
Embodiment 4
As shown in figure 8, a kind of bamboo-ice composite structure wall method for prefabricating, includes the following steps:
1) it is needed that all parts of plank sheathing 1 will be processed according to design size, and outside plank sheathing is pre-splicing in factory
It installs；
2) prefabricated cushion block 6；
3) along the longitudinal aperture of bamboo wood 3, the size in hole is identical as 62 size of bayonet, guarantees that bayonet 62 can be with the aperture of bamboo wood
Clamping；
4) by prefabricated plank sheathing 1, the transport of bamboo wood 3 to scientific investigation station place；
5) cushion block 6 is pasted on 1 length direction two sides of plank sheathing with epoxy resin；The bamboo wood 3 processed is put into
Plank sheathing 1, and cushion block 6 is inserted into the hole of bamboo wood 3, so that bamboo wood 3 is located at the position of two sides in plank sheathing 1；
6) clean ice is taken in the environment of polar region, is heated into liquid water, and water 2 is poured into plank sheathing 1；
7) top plank sheathing 14 is covered, anti-stagnant ice expands upwards；
Etc. 8) after water are frozen into ice, demoulding forms Novel bamboo-ice faced wall.
Embodiment 5
As shown in figure 9, a kind of utilize the bamboo-ice composite structure wall constructed in embodiment 3 and embodiment 4 and bamboo-
The construction method of ice composite structure beam progress bamboo-ice composite structure assembly:
1) molding bamboo-ice faced wall will be made in embodiment 4 to lift to designated position；
2) in bamboo-ice composite structure wall and bamboo-ice composite structure beam intersection aperture；
3) peg 7 can be inserted into bamboo-ice composite structure wall hole；
4) molding type bamboo-ice composite structure beam will be made to lift to designated position, hole and the peg 7 of beam are directed at, by bolt
In the hole of 7 insertion combination beam of nail, the construction of column-ice composite structure is completed.
Claims (10)
1. a kind of bamboo-ice composite structure beam, including ice structure beam body (2), bamboo wood (3), channel steel (4), cushion block (6), feature
Be: the cushion block (6) is located in ice structure beam body (2), and is located at ice structure beam body (2) bottom；The bamboo wood (3) is solid
Above cushion block (6), and it is parallel to ice structure beam body (2) length direction；The channel steel (4) is connected on bamboo wood (3)；Institute
It states channel steel (4) and is located at ice structure beam body (2) two sides, undertake moment of flexure.
2. bamboo according to claim 1-ice composite structure beam, it is characterised in that: the cushion block (6) includes pedestal (61)
With bayonet (62)；The bamboo wood (3) offers hole along its length；Hole clamping on the bayonet (62) and bamboo wood (3), thus
Fixed bamboo wood (3).
3. bamboo according to claim 1-ice composite structure beam, it is characterised in that: the channel steel (4) along its length two
End is provided with end plate (5)；The end plate (5) is fixed on three sides of channel steel (4).
4. bamboo according to claim 1-ice composite structure beam, it is characterised in that: the length of the channel steel (4) is ice knot
The 1/5~1/3 of structure beam body (2) length.
5. bamboo according to claim 1-ice composite structure beam, it is characterised in that: opened on wing plate above the channel steel (4)
Equipped with honeycomb hole.
6. bamboo according to claim 2-ice composite structure beam, it is characterised in that: the spacing of aperture on the bamboo wood (3)
Control is between 100mm~400mm.
7. a kind of bamboo-ice composite structure wall, including ice structure wall main body (2), bamboo wood (3) and cushion block (6)；It is characterized by: institute
It states cushion block (6) and is located at ice structure wall main body (2) inside, and arranged along ice structure wall main body (2) two sides short transverse, bamboo wood
(3) it is arranged along short transverse, and is fixedly connected with cushion block (6).
8. a kind of bamboo as described in claim 1~6-ice composite structure beam construction method, it is characterised in that: including as follows
Step:
1) need to process all parts of plank sheathing (1) according to design size, and by outside plank sheathing in factory's preassembling
It is good；
2) channel steel (4) and end plate (5) are welded in factory；
3) prefabricated cushion block (6)；
4) along the longitudinal aperture of bamboo wood (3), the size in hole is identical with bayonet (62) size, and guarantee bayonet (62) can be opened with bamboo wood
Hole clamping；
5) prefabricated plank sheathing (1), bamboo wood (3), channel steel (4) and end plate (5) are transported to scientific investigation station place；
6) cushion block (6) is pasted onto plank sheathing (1) bottom；The bamboo wood processed (3) is put into plank sheathing (1), and in bamboo wood (3)
Hole in be inserted into cushion block (6) so that bamboo wood (3) be located in plank sheathing (1) on the downside of advancing side；
7) with epoxy resin that bamboo wood (3) and the prefabricated channel steel (4) being welded and end plate (5) is viscous in the end of combination beam two sides
It is connected together, the length of channel steel (4) is the 1/5~1/3 of beam span；
8) clean ice is taken in the environment of polar region, is heated into liquid water, and water (2) is poured into plank sheathing (1)；
9) top plank sheathing (14) is covered, anti-stagnant ice expands upwards；
Etc. 10) after water are frozen into ice, demoulding forms bamboo-ice combination beam.
9. bamboo according to claim 8-ice composite structure beam construction method, it is characterised in that: the plank sheathing (1)
It is made of inside plank sheathing (11), spring (12), outside plank sheathing (13) and top plank sheathing (14)；The top plank sheathing
(14) it covers on the outside plank sheathing (13) of rectangular parallelepiped structure and upper opening and forms plank sheathing (1) outer housing；The spring
(12) it is connected on plank sheathing (13) two sidewalls of outside and is connect with inside plank sheathing (11)；Inside plank sheathing (11) shape of two sides
Shape is identical as outside plank sheathing (13) cross sectional shape, for limiting bamboo-ice composite structure beam length.
10. a kind of bamboo-ice composite structure wall method for prefabricating, characterized by the following steps:
1) need to process all parts of plank sheathing (1) according to design size, and by outside plank sheathing in factory's preassembling
It is good；
2) prefabricated cushion block (6)；
3) along the longitudinal aperture of bamboo wood (3), the size in hole is identical with bayonet (62) size, and guarantee bayonet (62) can be opened with bamboo wood
Hole clamping；
4) by prefabricated plank sheathing (1), bamboo wood (3) transport to scientific investigation station place；
5) cushion block (6) is pasted on plank sheathing (1) length direction two sides；The bamboo wood processed (3) is put into plank sheathing
(1), cushion block (6) and in the hole of bamboo wood (3) are inserted into, so that bamboo wood (3) is located at the position of two sides in plank sheathing (1)；
6) clean ice is taken in the environment of polar region, is heated into liquid water, and water (2) is poured into plank sheathing (1)；
7) top plank sheathing (14) is covered, anti-stagnant ice expands upwards；
Etc. 8) after water are frozen into ice, demoulding forms Novel bamboo-ice faced wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910572142.8A CN110258919A (en) | 2019-06-28 | 2019-06-28 | Bamboo-ice composite structure beam and bamboo-ice composite structure wall and its construction method |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910572142.8A CN110258919A (en) | 2019-06-28 | 2019-06-28 | Bamboo-ice composite structure beam and bamboo-ice composite structure wall and its construction method |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN113863503A (en) * | 2021-09-08 | 2021-12-31 | 同济大学建筑设计研究院(集团)有限公司 | Construction method of structural combined icicle with bamboo wood framework |
| CN114607081A (en) * | 2022-03-09 | 2022-06-10 | 同济大学建筑设计研究院(集团)有限公司 | Assembled modular wood-ice composite floor slab and construction and assembly method thereof |
| CN115059328A (en) * | 2022-07-12 | 2022-09-16 | 黑龙江省琼冰建筑设计有限公司 | Construction method of ice structure combining masonry method and shooting method |
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